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(9)

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(10)

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-,, 4,, 0,, -,, 0-,, -,, 0,, ),,-,, ),, 4, 3,,, 7 -",, 6 7 ,",, 7 ,"4, 7 )"4, 6 )",, 6 ,"., 6 ,"4, 7 -"., 6 )"., 7 -",, 6 7 ,",, 7 ,"4, 7 )"4, 6 )",, 6 ,"/4 6 ,"4, 7 -"., 6 )"., -,, 4,, 0,, -,, 0-,, -,, 0,, ),,-,, ),, 4, 3,,,

POTONGAN A - A

POTONGAN B - B

DETAIL

7 ,"))

SKALA  NIP" )*+,,*-. )*/,,0 ) ,,) NIP" )*+,,*-. )*/,,0 ) ,,)



-,, )3,, -,,

)+,, /,),,3,

,"4, ,"3, ,"3, ,"+, ,"), 0",, DETAIL 7 -",, 6 7 ,",, 7 ,"4, 7 )"4, 6 )",, 6 ,"/4 7 -"., 6 )"., 3, TAMPAK DEPAN ), +, < ), 7 -,

3,,

+,

< ), 7 -,

), ), 4, 4, / < )- < / 7 -4 -4 -4 )4 ), / < + < )- < / 7 -4 < / 7 -4

DETAIL RING BALK

4,

DETAIL PONDASI

SLOOF KOLOM

4, 4,

)-, )-,

PENGEMBANGAN SUMBER - SUMBER PEMBUATAN TAMPAK DESA SIDOREJO Kabu#aten Lan&'at

AIR UNTUK IRIGASI EMBUNG DETAIL KEC. SIRAPIT DIGAMBAR DIRENCANA

( DAK - APBN.P ) TAHUN 2015

SKALA  NIP" )*+,,*-. )*/,,0 ) ,,) NIP" )*+,,*-. )*/,,0 ) ,,)

Be$i $i'u 4,"4,"4 UNP ),,"4,"4 /, -, +, -, -, -, )4 )4 +, Co% beton" K" ).4 . ,

(11)

KEGIATAN PEKERJAAN NAMAGAMBAR LOKASI PERENCANA DISETUJUI MENGETAHUI Pejabat Pembuat Komitmen ( PPK  P!t" Ke#a!a Dina$ Pe%tanian

SKALA  NIP" )*+,,*-. )*/,,0 ) ,,) NIP" )*+,,*-. )*/,,0 ) ,,)



-,, )3,, -,,

)+,, /,),,3,

,"4, ,"3, ,"3, ,"+, ,"), 0",, DETAIL 7 -",, 6 7 ,",, 7 ,"4, 7 )"4, 6 )",, 6 ,"/4 7 -"., 6 )"., 3, TAMPAK DEPAN ), +, < ), 7 -,

3,,

+,

< ), 7 -,

), ), 4, 4, / < )- < / 7 -4 -4 -4 )4 ), / < + < )- < / 7 -4 < / 7 -4

DETAIL RING BALK

4,

DETAIL PONDASI

SLOOF KOLOM

4, 4,

)-, )-,

SKALA  NIP" )*+,,*-. )*/,,0 ) ,,) NIP" )*+,,*-. )*/,,0 ) ,,)

4 ),, 4 Be$i P!at T" - mm . , - , 3, Be$i $i'u 4,"4,"4 UNP ),,"4,"4 /, -, +, -, -, -, )4 )4 +, Co% beton" K" ).4 RENCANA . ,

PENGEMBANGAN SUMBER - SUMBER PEMBUATAN DETAIL PINTU DESA SIDOREJO Kabu#aten Lan&'at

AIR UNTUK IRIGASI EMBUNG PENAMPANG LENING SAL. KEC. SIRAPIT DIGAMBAR DIRENCANA

( DAK - APBN.P ) TAHUN 2015 DISTRIBUSI ( BESAR )

SKALA  NIP" )*+,,*-. )*/,,0 ) ,,) NIP" )*+,,*-. )*/,,0 ) ,,)

"# PLE' 4, -, -, 0, 0, TANAH Co% beton" K" ).4 Pi#a Pa%a!on Ø 0= EISTING /, -, -, Co% beton" K" ).4

(12)

SKALA  NIP" )*+,,*-. )*/,,0 ) ,,) NIP" )*+,,*-. )*/,,0 ) ,,)

4 ),, 4 Be$i P!at T" - mm . , - , 3, Be$i $i'u 4,"4,"4 UNP ),,"4,"4 /, -, +, -, -, -, )4 )4 +, Co% beton" K" ).4 RENCANA . ,

SKALA  NIP" )*+,,*-. )*/,,0 ) ,,) NIP" )*+,,*-. )*/,,0 ) ,,)

"# PLE' %(M$ A(A PEM "# 4, -, 0, -, -, 0, -, 0, )4 *, )4 4, *, TANAH TIMBUN SETEMPAT Co% beton" K" ).4 Pi#a Pa%a!on Ø 0= RENCANA

PENAMPANG SALURAN SEPANJANG 210 M EISTING /, -, +, -, -, -, )4 )4 +, Co% beton" K" ).4 RENCANA

PENAMPANG SALURAN SEPANJANG 1"0 M

PENGEMBANGAN SUMBER - SUMBER PEMBUATAN PENAMPANG LENING SAL. DESA SIDOREJO Kabu#aten Lan&'at

AIR UNTUK IRIGASI LEANNING SALURAN DISTRIBUSI ( KECIL ) KEC. SIRAPIT DIGAMBAR DIRENCANA

( DAK - APBN.P ) TAHUN 2015 DISTRIBUSI

(13)

SKALA  NIP" )*+,,*-. )*/,,0 ) ,,) NIP" )*+,,*-. )*/,,0 ) ,,)

"# PLE' %(M$ A(A PEM "# 4, -, 0, -, -, 0, -, 0, )4 *, )4 4, *, TANAH TIMBUN SETEMPAT Co% beton" K" ).4 Pi#a Pa%a!on Ø 0= RENCANA

PENAMPANG SALURAN SEPANJANG 210 M EISTING /, -, +, -, -, -, )4 )4 +, Co% beton" K" ).4 RENCANA

PENAMPANG SALURAN SEPANJANG 1"0 M

SKALA  NIP" )*+,,*-. )*/,,0 ) ,,) NIP" )*+,,*-. )*/,,0 ) ,,)

PENGEMBANGAN SUMBER - SUMBER REHABILITASI Kabu#aten Lan&'at

AIR UNTUK IRIGASI JARINGAN DIGAMBAR DIRENCANA

( DAK - APBN.P ) TAHUN 2015 IRIGASI

DINASPERTANIANKAB.LANGKAT TERSIER NURSUPANDI,SP NURSUPANDI,SP

(14)

SKALA  NIP" )*+,,*-. )*/,,0 ) ,,) NIP" )*+,,*-. )*/,,0 ) ,,)

PENYIAPAN SARANA DAN PRASARANA REHABILITASI Kabu#aten Lan&'at

PENGELOLAAN LAHAN JARINGAN DIGAMBAR DIRENCANA

(15)

SKALA  NIP" )*+,,*-. )*/,,0 ) ,,) NIP" )*+,,*-. )*/,,0 ) ,,)

P+a, be,n 1.3  0.8  0.15 / 0.1! m3

Penmbunan ,ana emba+ 13  !84 / 228 M3

)a+an ,ana 14  31  1.5 / !51 m3 34859.2! !83.88

)a+an ,ana Pna6 an '+ 1!4  0.5  0.4 / 32.88 m3 34859.2! 114!172.39

Pa6. Pna6 ba,u be+a 114.4  0.5  0.5 / 28.! m3 1319!2.50 3774127.50

r'+ 38  0.5  0.5 / 9.5 m3 !83.88 1.5

r K+m 1!  0.35  0.35 / 1.9! m3 227.9! !83.88 1

r*nng$e,n 1.2  29.1  0.1 / 3.49 m3 0.4

r#ng$a+ 17.5   / 17.50 m 1.1

Pa6. *nng $a,u be+a 104.4  1.9  0.4 / 79.34 m3  3!.1! 115.50 91!4.55 0.4

Pa6. $a,u be+a bang. Pe+m:a 1.3  3.5 / 4.55 ; 2 / 2.28 17 / 38.!8 M3 77.35 0.!

r Lan,a be,n 38.2  23.5  0.11 98.747 m3 1029339.70 101!44207.3!

P+e6,eran 493.92 m3 59880.9! 2957!403.7! 17.1

A<an 493.92 m3 3!145.94 17853201.45

Pa6ang Pn,u be6 2 'e, 1500000.00 3000000.00 2.9

Pa6ang eru<u a=u bu+a, :an>ang 090 m !8 $a,ang 12000.00 81!000.00

Pa6ang eru<u a=u bu+a, :an>ang 070 m 40 $a,ang 10000.00 400000.00

?, *umen,a6 7 A+bum 150000.00 1050000.00

P+ang Kega,an 1 $ 350000.00 350000.00 25

Pember6an La:angan L6 2000000.00 2000000.00

Penguuran L6 1000000.00 1000000.00

Pember6an +a6 :eer>aan L6

109.4 !2.4 1!2!20722.12

1.9 28

207.8! 90.4 104.40 22.1

2 @ 2.00

(16)

SKALA  NIP" )*+,,*-. )*/,,0 ) ,,) NIP" )*+,,*-. )*/,,0 ) ,,)

P+a, be,n 1.3  0.8  0.15 / 0.1! m3

)a+an ,ana 14  31  1.5 / !51 m3 34859.2! !83.88

)a+an ,ana Pna6 an '+ 1!4  0.5  0.4 / 32.88 m3 34859.2! 114!172.39

Pa6. Pna6 ba,u be+a 114.4  0.5  0.5 / 28.! m3 1319!2.50 3774127.50

r'+ 38  0.5  0.5 / 9.5 m3 !83.88 1.5

r K+m 1!  0.35  0.35 / 1.9! m3 227.9! !83.88 1

r*nng$e,n 1.2  29.1  0.1 / 3.49 m3 0.4

r#ng$a+ 17.5   / 17.50 m 1.1

Pa6. *nng $a,u be+a 104.4  1.9  0.4 / 79.34 m3  3!.1! 115.50 91!4.55 0.4

r Lan,a be,n 38.2  23.5  0.11 98.747 m3 1029339.70 101!44207.3!

P+e6,eran 493.92 m3 59880.9! 2957!403.7! 17.1

A<an 493.92 m3 3!145.94 17853201.45

Pa6ang Pn,u be6 2 'e, 1500000.00 3000000.00 2.9

?, *umen,a6 7 A+bum 150000.00 1050000.00

P+ang Kega,an 1 $ 350000.00 350000.00 25

Penguuran L6 1000000.00 1000000.00

109.4 !2.4 1!2!20722.12 1.9 28 207.8! 90.4 104.40 22.1 2 @ 2.00 ! M3 1 208.80 20.00 90.4 120.00 120.00  17 0.4 328.80 3!.1! 2 0.5 !57.! 25.00 2.50 1.3 22.50 11.25 17 3 191.25 0.35 0.35 0.123 1! 42.5 1.9! 43.5 20 10! 1 0.5 1 1.5 21! 7.5 208.5 4 1 1 0.5 1 1.5 217.5

(17)

P+a, be,n 1.3  0.8  0.15 / 0.1! m3

)a+an ,ana 14  31  1.5 / !51 m3 34859.2! !83.88

)a+an ,ana Pna6 an '+ 1!4  0.5  0.4 / 32.88 m3 34859.2! 114!172.39

Pa6. Pna6 ba,u be+a 114.4  0.5  0.5 / 28.! m3 1319!2.50 3774127.50

r'+ 38  0.5  0.5 / 9.5 m3 !83.88 1.5

r K+m 1!  0.35  0.35 / 1.9! m3 227.9! !83.88 1

r*nng$e,n 1.2  29.1  0.1 / 3.49 m3 0.4

r#ng$a+ 17.5   / 17.50 m 1.1

Pa6. *nng $a,u be+a 104.4  1.9  0.4 / 79.34 m3  3!.1! 115.50 91!4.55 0.4

r Lan,a be,n 38.2  23.5  0.11 98.747 m3 1029339.70 101!44207.3!

P+e6,eran 493.92 m3 59880.9! 2957!403.7! 17.1

A<an 493.92 m3 3!145.94 17853201.45

Pa6ang Pn,u be6 2 'e, 1500000.00 3000000.00 2.9

?, *umen,a6 7 A+bum 150000.00 1050000.00

P+ang Kega,an 1 $ 350000.00 350000.00 25

Penguuran L6 1000000.00 1000000.00

109.4 !2.4 1!2!20722.12 1.9 28 207.8! 90.4 104.40 22.1 2 @ 2.00 ! M3 1 208.80 20.00 90.4 120.00 120.00  17 0.4 328.80 3!.1! 2 0.5 !57.! 25.00 2.50 1.3 22.50 11.25 17 3 191.25 0.35 0.35 0.123 1! 42.5 1.9! 43.5 20 10! 1 0.5 1 1.5 21! 7.5 208.5 4 1 1 0.5 1 1.5 217.5

(18)

0.35 0.35 0.123 1! 42.5 1.9! 43.5 20 10! 1 0.5 1 1.5 21! 7.5 208.5 4 1 1 0.5 1 1.5 217.5 "# $E%"& K. 175 2.1 @ 0.15  379 / 119.39 m3 PLE'%E#A& 1.3 @  379 / 492.70 m2 %(M$U&A& %A&))UL 2.4 @ 0.!5 / 1.5! 2 0.78  379 / 295.!2 M3 A(A& 1.3 @ 1.00 / 1.30  379 / 492.70 m2 PEMA*A%A& %A&))UL 2.4 @ 1.00 / 2.40  379 / 295.!2 m2 2.4 0.!5 1.5! 0.78 0.8 0.15 0.12 -0.!! 2.1 0.15 0.315

(19)

"# $E%"& K. 175 2.1 @ 0.15  379 / 119.39 m3 PLE'%E#A& 1.3 @  379 / 492.70 m2 %(M$U&A& %A&))UL 2.4 @ 0.!5 / 1.5! 2 0.78  379 / 295.!2 M3 A(A& 1.3 @ 1.00 / 1.30  379 / 492.70 m2 PEMA*A%A& %A&))UL 2.4 @ 1.00 / 2.40  379 / 295.!2 m2 2.4 0.!5 1.5! 0.78 0.8 0.15 0.12 -0.!! 2.1 0.15 0.315 81 9 1.3 0.35 0.35 9.923 32.8 32.8 P+a, be,n 1.3  0.8  0.15 / 0.1! m3

Penmbunan ,ana emba+ 9!8.8 ; 3 / 322.93 M3

)a+an ,ana 8  78  1.5 / 93! m3 34859.2! 32!282!5.22

)a+an ,ana Pna6 an '+ 131.2  0.5  0.5 / 32.8 m3 34859.2! 1143383.!5

Pa6. Pna6 ba,u be+a 131  0.5  0.5 / 32.8 m3 1319!2.50 4328370.00

r '+ 50.1  0.5  0.5 / 12.521125 m3

r K+m Pra,6 1.3 18 23.4 0.3 0.3 / 2.11 m

r *nng $e,n 24.!  1  0.1 / 2.4! m3

r#ng$a+ 18 / 18.00 m

Pa6. *nng $a,u be+a 10!  1.3  0.4 / 55.22 m3 1319!2.50 7287497.10

Pa6. *nng $a,u be+a $PB 15  1 4.33 19.33 m3 1319!2.50 2550835.13

r Lan,a be,n an nng 54.2  9.4  0.12 !1.14 m3 80.14 1029339.70 !2931358.84 !1.137!

P+e6,eran 459.15 m2 59880.9! 27494342.78

A<an 459.15 m2 3!145.94 1!59!407.20

Pa6ang Pn,u be6 2 'e, 1500000.00 3000000.00

?, *umen,a6 7 A+bum 150000.00 1050000.00 P+ang Kega,an 1 $ 350000.00 350000.00 Pember6an La:angan L6 2000000.00 2000000.00 Penguuran L6 1000000.00 1000000.00 310 19 20! 23 4 1!3 !40 459 93

(20)

"# $E%"& K. 175 2.1 @ 0.15  379 / 119.39 m3 PLE'%E#A& 1.3 @  379 / 492.70 m2 %(M$U&A& %A&))UL 2.4 @ 0.!5 / 1.5! 2 0.78  379 / 295.!2 M3 A(A& 1.3 @ 1.00 / 1.30  379 / 492.70 m2 PEMA*A%A& %A&))UL 2.4 @ 1.00 / 2.40  379 / 295.!2 m2 2.4 0.!5 1.5! 0.78 0.8 0.15 0.12 -0.!! 2.1 0.15 0.315 81 9 1.3 0.35 0.35 9.923 32.8 32.8 P+a, be,n 1.3  0.8  0.15 / 0.1! m3

)a+an ,ana 8  78  1.5 / 93! m3 34859.2! 32!282!5.22

)a+an ,ana Pna6 an '+ 131.2  0.5  0.5 / 32.8 m3 34859.2! 1143383.!5

Pa6. Pna6 ba,u be+a 131  0.5  0.5 / 32.8 m3 1319!2.50 4328370.00

r '+ 50.1  0.5  0.5 / 12.521125 m3

r K+m Pra,6 1.3 18 23.4 0.3 0.3 / 2.11 m

r *nng $e,n 24.!  1  0.1 / 2.4! m3

r#ng$a+ 18 / 18.00 m

Pa6. *nng $a,u be+a 10!  1.3  0.4 / 55.22 m3 1319!2.50 7287497.10

Pa6. *nng $a,u be+a $PB 15  1 4.33 19.33 m3 1319!2.50 2550835.13

r Lan,a be,n an nng 54.2  9.4  0.12 !1.14 m3 80.14 1029339.70 !2931358.84 !1.137!

P+e6,eran 459.15 m2 59880.9! 27494342.78

A<an 459.15 m2 3!145.94 1!59!407.20

Pa6ang Pn,u be6 2 'e, 1500000.00 3000000.00

?, *umen,a6 7 A+bum 150000.00 1050000.00 P+ang Kega,an 1 $ 350000.00 350000.00 Pember6an La:angan L6 2000000.00 2000000.00 Penguuran L6 1000000.00 1000000.00 310 19 20! 23.4 1!3!40459.93 -104 1.10 23.40 15.00 0.20 0.!0 0.22  0.1 / 0.022 3.80 2.00 2.28 103 0.11  10.3 / 1!.00 m3 1.33 1.90 32 0.36 / 1.30 m 25 4.33 103 1.45  0.3 / 20.80 m3 33.25 1000000.00 0.!5 0.9425 2 0.47 "# $E%"& K. 175 2.25 @ 0.15 / 0.34  337 / 113.74 m3 PLE'%E#A& 1.! @ 337 / 539.20 m2 %(M$U&A& %A&))UL 2.4 @ 0.!5 / 1.5! 2 0.78  337 / 2!2.8! M3 A(A& 1.! @ 1.00 / 1.!0  337 / 539.20 m2 PEMA*A%A& %A&))UL 2.4 @ 1.00 / 2.40  337 / 113.74 m2 0.3 @ 0.30 / 0.09  313 / 28.17 m3 2.25 @ 0.15 / 0.34  313 / 105.!4 m3 1.3 @ 1.00 / 1.30  313 / 40!.90 m2 1.3 @ 1.00 / 1.30  313 / 40!.90 M3 %mbunan ,anggu+ 2.4 @ 0.!5 / 1.5! ; 2 / 0.78  313 / 244.14 2.4 @ 0.!5 / 1.5! ; 2 / 0.78  313 / 244.14

(21)

0.35 9.923 32.8 32.8

P+a, be,n 1.3  0.8  0.15 / 0.1! m3

)a+an ,ana 8  78  1.5 / 93! m3 34859.2! 32!282!5.22

)a+an ,ana Pna6 an '+ 131.2  0.5  0.5 / 32.8 m3 34859.2! 1143383.!5

Pa6. Pna6 ba,u be+a 131  0.5  0.5 / 32.8 m3 1319!2.50 4328370.00

r '+ 50.1  0.5  0.5 / 12.521125 m3

r K+m Pra,6 1.3 18 23.4 0.3 0.3 / 2.11 m

r *nng $e,n 24.!  1  0.1 / 2.4! m3

r#ng$a+ 18 / 18.00 m

Pa6. *nng $a,u be+a 10!  1.3  0.4 / 55.22 m3 1319!2.50 7287497.10

Pa6. *nng $a,u be+a $PB 15  1 4.33 19.33 m3 1319!2.50 2550835.13

r Lan,a be,n an nng 54.2  9.4  0.12 !1.14 m3 80.14 1029339.70 !2931358.84 !1.137!

P+e6,eran 459.15 m2 59880.9! 27494342.78

A<an 459.15 m2 3!145.94 1!59!407.20

Pa6ang Pn,u be6 2 'e, 1500000.00 3000000.00

?, *umen,a6 7 A+bum 150000.00 1050000.00 P+ang Kega,an 1 $ 350000.00 350000.00 Pember6an La:angan L6 2000000.00 2000000.00 Penguuran L6 1000000.00 1000000.00 310 19 20! 23.4 1!3!40459.93 -104 1.10 23.40 15.00 0.20 0.!0 0.22  0.1 / 0.022 3.80 2.00 2.28 103 0.11  10.3 / 1!.00 m3 1.33 1.90 32 0.36 / 1.30 m 25 4.33 103 1.45  0.3 / 20.80 m3 33.25 1000000.00 0.!5 0.9425 2 0.47 "# $E%"& K. 175 2.25 @ 0.15 / 0.34  337 / 113.74 m3 PLE'%E#A& 1.! @ 337 / 539.20 m2 %(M$U&A& %A&))UL 2.4 @ 0.!5 / 1.5! 2 0.78  337 / 2!2.8! M3 A(A& 1.! @ 1.00 / 1.!0  337 / 539.20 m2 PEMA*A%A& %A&))UL 2.4 @ 1.00 / 2.40  337 / 113.74 m2 0.3 @ 0.30 / 0.09  313 / 28.17 m3 2.25 @ 0.15 / 0.34  313 / 105.!4 m3 1.3 @ 1.00 / 1.30  313 / 40!.90 m2 1.3 @ 1.00 / 1.30  313 / 40!.90 M3 %mbunan ,anggu+ 2.4 @ 0.!5 / 1.5! ; 2 / 0.78  313 / 244.14 2.4 @ 0.!5 / 1.5! ; 2 / 0.78  313 / 244.14

(22)

2 0.47 "# $E%"& K. 175 2.25 @ 0.15 / 0.34  337 / 113.74 m3 PLE'%E#A& 1.! @ 337 / 539.20 m2 %(M$U&A& %A&))UL 2.4 @ 0.!5 / 1.5! 2 0.78  337 / 2!2.8! M3 A(A& 1.! @ 1.00 / 1.!0  337 / 539.20 m2 PEMA*A%A& %A&))UL 2.4 @ 1.00 / 2.40  337 / 113.74 m2 0.3 @ 0.30 / 0.09  313 / 28.17 m3 2.25 @ 0.15 / 0.34  313 / 105.!4 m3 1.3 @ 1.00 / 1.30  313 / 40!.90 m2 1.3 @ 1.00 / 1.30  313 / 40!.90 M3 %mbunan ,anggu+ 2.4 @ 0.!5 / 1.5! ; 2 / 0.78  313 / 244.14 2.4 @ 0.!5 / 1.5! ; 2 / 0.78  313 / 244.14 P+a, be,n 1.3  0.8  0.15 / 0.1! m3

Penmbunan ,anggu+ embung 81.! / 83.30 M3

)a+an ,ana 14  32  1.5 / !72 m3 34859.2! 23425421.18

)a+an ,ana Pna6 an '+ 132  0.5  0.5 / 33 m3 34859.2! 1150355.50

Pa6. Pna6 ba,u be+a 98  0.5  0.5 / 24.5 m3 1319!2.50 3233081.25

r'+ 3!  0.5  0.5 / 9 m3

r K+m %ang 21 1 0.25  0.25  / 1.31 m3 13.80 92.00 1.5

r *nng $e,n 15.4  0.7  0.1 / 1.08 m3 14.88 1.50 92

r #ng $a+ 119 / 119.00 m 1.54 138.00 138

Pa6. *nng $a,u be+a 122  2.5  0.4 / 122.00 m3 1319!2.50 1!099425.00

Pa6. *nng $a,u be+a $PB 17.82  2.4 20.22 m3 1319!2.50 2!!8545.!8

r Lan,a be,n 3!  17.2  0.11 !8.11 m3 1029339.70 70110385.!5 !02.00

P+e6,eran 4!4.00 m2 59880.9! 277847!5.44

A<an 4!4.00 m2 3!145.94 1!771715.00

Pa6ang Pn,u be6 1 'e, 1500000.00 1500000.00

(23)

P+a, be,n 1.3  0.8  0.15 / 0.1! m3

)a+an ,ana 14  32  1.5 / !72 m3 34859.2! 23425421.18

)a+an ,ana Pna6 an '+ 132  0.5  0.5 / 33 m3 34859.2! 1150355.50

Pa6. Pna6 ba,u be+a 98  0.5  0.5 / 24.5 m3 1319!2.50 3233081.25

r'+ 3!  0.5  0.5 / 9 m3

r K+m %ang 21 1 0.25  0.25  / 1.31 m3 13.80 92.00 1.5

r *nng $e,n 15.4  0.7  0.1 / 1.08 m3 14.88 1.50 92

r #ng $a+ 119 / 119.00 m 1.54 138.00 138

Pa6. *nng $a,u be+a 122  2.5  0.4 / 122.00 m3 1319!2.50 1!099425.00

Pa6. *nng $a,u be+a $PB 17.82  2.4 20.22 m3 1319!2.50 2!!8545.!8

r Lan,a be,n 3!  17.2  0.11 !8.11 m3 1029339.70 70110385.!5 !02.00

P+e6,eran 4!4.00 m2 59880.9! 277847!5.44

A<an 4!4.00 m2 3!145.94 1!771715.00

Pa6ang Pn,u be6 1 'e, 1500000.00 1500000.00

?, *umen,a6 7 A+bum 150000.00 1050000.00 P+ang Kega,an 1 $ 350000.00 350000.00 Pember6an La:angan L6 2000000.00 2000000.00 Penguuran L6 1000000.00 1000000.00 )a+an Par, 2.5 0.75 1.875 174 32!.25 98.00 124 21 24 0.4  1 0.4 0.1! 0.25 122.00 310  2 0.4 18! 0.25 0.1 18!.1! 1.31 31.0 1.7 98 1.5 1 15.8 0.4 0.85 113.8 18.! 9! 17!207.92 310 81.! 328.6 140.!0 15.4 88 0.7 1.5 0.1 132 1.1 98 0 230 1.1 6 7 ,",,

(24)

P+a, be,n 1.3  0.8  0.15 / 0.1! m3

)a+an ,ana 14  32  1.5 / !72 m3 34859.2! 23425421.18

)a+an ,ana Pna6 an '+ 132  0.5  0.5 / 33 m3 34859.2! 1150355.50

Pa6. Pna6 ba,u be+a 98  0.5  0.5 / 24.5 m3 1319!2.50 3233081.25

r'+ 3!  0.5  0.5 / 9 m3

r K+m %ang 21 1 0.25  0.25  / 1.31 m3 13.80 92.00 1.5

r *nng $e,n 15.4  0.7  0.1 / 1.08 m3 14.88 1.50 92

r #ng $a+ 119 / 119.00 m 1.54 138.00 138

Pa6. *nng $a,u be+a 122  2.5  0.4 / 122.00 m3 1319!2.50 1!099425.00

Pa6. *nng $a,u be+a $PB 17.82  2.4 20.22 m3 1319!2.50 2!!8545.!8

r Lan,a be,n 3!  17.2  0.11 !8.11 m3 1029339.70 70110385.!5 !02.00

P+e6,eran 4!4.00 m2 59880.9! 277847!5.44

A<an 4!4.00 m2 3!145.94 1!771715.00

Pa6ang Pn,u be6 1 'e, 1500000.00 1500000.00

?, *umen,a6 7 A+bum 150000.00 1050000.00 P+ang Kega,an 1 $ 350000.00 350000.00 Pember6an La:angan L6 2000000.00 2000000.00 Penguuran L6 1000000.00 1000000.00 )a+an Par, 2.5 0.75 1.875 174 32!.25 98.00 124 21 24 0.4  1 0.4 0.1! 0.25 122.00 310  2 0.4 18! 0.25 0.1 18!.1! 1.31 31.0 1.7 98 1.5 1 15.8 0.4 0.85 113.8 18.! 9! 17!207.92 310 81.! 328.6 140.!0 15.4 88 0.7 1.5 0.1 132 1.1 98 0 230 1.1 6 7 ,",, 1.7 2 0.85 98 83.3

(25)

98 1.5 1 15.8 0.4 0.85 113.8 18.! 9! 17!207.92 310 81.! 328.6 140.!0 15.4 88 0.7 1.5 0.1 132 1.1 98 0 230 1.1 6 7 ,",, 1.7 2 0.85 98 83.3 9.24 ba,ang 4!2 M ,arge, +.+5+3,5,,,",, 3/+5,,,5,,,",, )*,5+3,5,,,",, rea+6a6 04,5,,,5,,,",,, 0-+5+3,5,,,",,, 0.7 )AL(A& %A&AH 2.2 @ 0.75 / 1.!5 2 0.83  130 / 107.25 m3 0.15 0.3 130 5.85 / 113.10 0.5 "# $E%"& K. 175 1.8 @ 0.20 / 0.3!  130 / 4!.80 m3 0.15 0.! 130 11.7 / 58.50 1.2 PLE'%E#A& 2 @ !441!.72 / 128833.44  130 / 2!0 m2 2!0 0.2 1.! @ 0.!0 / 0.!!  130 / M3 0.24 A(A& 2 @ 35553.54 / 71107.08  130 / 2!0 m2 0.12 1.! @ - / -  130 / - m2  1.2 1.! 4!2 0.2 2.4 0.! 7 0.24 0.! 0.9! 04,5,,,5,,,",, 0 12 1 44 0 48 "50,000,000.00

(26)

1.7 2 0.85 98 83.3 9.24 ba,ang 4!2 M ,arge, +.+5+3,5,,,",, 3/+5,,,5,,,",, )*,5+3,5,,,",, rea+6a6 04,5,,,5,,,",,, 0-+5+3,5,,,",,, 0.7 )AL(A& %A&AH 2.2 @ 0.75 / 1.!5 2 0.83  130 / 107.25 m3 0.15 0.3 130 5.85 / 113.10 0.5 "# $E%"& K. 175 1.8 @ 0.20 / 0.3!  130 / 4!.80 m3 0.15 0.! 130 11.7 / 58.50 1.2 PLE'%E#A& 2 @ !441!.72 / 128833.44  130 / 2!0 m2 2!0 0.2 1.! @ 0.!0 / 0.!!  130 / M3 0.24 A(A& 2 @ 35553.54 / 71107.08  130 / 2!0 m2 0.12 1.! @ - / -  130 / - m2  1.2 1.! 4!2 0.2 2.4 0.! 7 0.24 0.! 0.9! 04,5,,,5,,,",, 0.12 1.44 0.48 "50,000,000.00 0.0288 0.72 0.9! 35000000.00 0.0144 1!3 0.48 0/45,,,5,,,",, 117.3! 0.15 0.15 0.15 17.!04 0.0225 18.324 2 18.204 0.045 0.195 2.4 0.15 0.3! 1 0.36 1.3 1 1.3 2.4 0.!5 1.5! 0.78 194 151.32 $E%"& K. 175 1.! @ 0.20 / 0.32  210 / !7.20 m3 %E#A& 1 4 @ /  210 / 294 m2

(27)

9.24 ba,ang 4!2 M ,arge, +.+5+3,5,,,",, 3/+5,,,5,,,",, )*,5+3,5,,,",, rea+6a6 04,5,,,5,,,",,, 0-+5+3,5,,,",,, 0.7 )AL(A& %A&AH 2.2 @ 0.75 / 1.!5 2 0.83  130 / 107.25 m3 0.15 0.3 130 5.85 / 113.10 0.5 "# $E%"& K. 175 1.8 @ 0.20 / 0.3!  130 / 4!.80 m3 0.15 0.! 130 11.7 / 58.50 1.2 PLE'%E#A& 2 @ !441!.72 / 128833.44  130 / 2!0 m2 2!0 0.2 1.! @ 0.!0 / 0.!!  130 / M3 0.24 A(A& 2 @ 35553.54 / 71107.08  130 / 2!0 m2 0.12 1.! @ - / -  130 / - m2  1.2 1.! 4!2 0.2 2.4 0.! 7 0.24 0.! 0.9! 04,5,,,5,,,",, 0.12 1.44 0.48 "50,000,000.00 0.0288 0.72 0.9! 35000000.00 0.0144 1!3 0.48 0/45,,,5,,,",, 117.3! 0.15 0.15 0.15 17.!04 0.0225 18.324 2 18.204 0.045 0.195 2.4 0.15 0.3! 1 0.36 1.3 1 1.3 2.4 0.!5 1.5! 0.78 194 151.32 $E%"& K. 175 1.! @ 0.20 / 0.32  210 / !7.20 m3 %E#A& 1.4 @ /  210 / 294 m2 U&A& %A&))UL 2.4 @ 0.50 / 1.20 0.!0  210 / 12!.00 M3 1.4 @ /  210 / 294 m2 *A%A& %A&))UL 2.4 @ /  210 / 12!.00 m2 $E%"& K. 175 1.9 @ 0.15 / 0.29  144.5 / 41.18 m3

(28)

2.4 0.15 0.3! 1 0.36 1.3 1 1.3 2.4 0.!5 1.5! 0.78 194 151.32 $E%"& K. 175 1.! @ 0.20 / 0.32  210 / !7.20 m3 %E#A& 1.4 @ /  210 / 294 m2 U&A& %A&))UL 2.4 @ 0.50 / 1.20 0.!0  210 / 12!.00 M3 1.4 @ /  210 / 294 m2 *A%A& %A&))UL 2.4 @ /  210 / 12!.00 m2 $E%"& K. 175 1.9 @ 0.15 / 0.29  144.5 / 41.18 m3

(29)

(30)

RENCANA ANGGARAN BIAYA ( RAB )

KEGIATAN PENGEMBANGAN SUMBER - SUMBER AIR UNTUK IRIGASI

PEKERJAAN PEMBUATAN EMBUNG

LOKASI DUSUN I SUKA TANI DESA SUKA JAYA KEC. BESITANG

NO URAIAN ANALISA $OLUME HRG. SATUAN (R&) JMLH. HARGA (R&)

I

PEK. PERSIAPAN

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GAMBAR EMBUNG

RENCANA ANGGARAN BIAYA ( RAB )

KEGIATAN PENGEMBANGAN SUMBER - SUMBER AIR UNTUK IRIGASI

PEKERJAAN PEMBUATAN EMBUNG

LOKASI DUSUN I SUKA TANI DESA SUKA JAYA KEC. BESITANG

PEK. PERSIAPAN

Pe'" Pembe%$i2an !o'a$i Pe'e%jaan

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Pa$an& P!an' 'e&iatan

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